You are being redirected because this document is part of your ASTM Compass® subscription.
    This document is part of your ASTM Compass® subscription.


    A Modified Shear Strength Formulation for Swelling Clay Soils

    Published: 0

      Format Pages Price  
    PDF (296K) 18 $25   ADD TO CART
    Complete Source PDF (3.8M) 197 $55   ADD TO CART


    Physico-chemical forces of repulsion and attraction exist in swelling or active clay-water systems. A modified shear strength formulation that extends the classical Terzaghi effective stress relationship to include physico-chemical forces is proposed in this paper.

    Residual shear strength comparisons were carried out for five carefully controlled, large-strain direct-shear tests on Na-montmorillonite before and after leaching with distilled water and under constant overall volume conditions. These tests indicated that the volume change and residual shear strength characteristics of Na-montmorillonite are governed by the true effective stress, σn*, defined in the modified effective stress relationship as the difference between the total stress, σn, and the summation of pore water pressure, uw, and the net physico-chemical forces of repulsion and attraction (R - A). Additional data available in the literature on residual strength of swelling clay minerals also appear to support the modified strength formulation.

    Actual measurements of overall (R - A) forces during leaching of the samples appeared to agree well with theoretical estimation of the net physico-chemical forces.


    residual shear strength, effective stress, physico-chemical forces, swelling clay, Na-montmorillonite, leaching

    Author Information:

    Chatterji, PK
    Principal, Thurber Consultants Ltd., Edmonton,

    Morgenstern, NR
    Professor of Civil Engineering, University of Alberta, Edmonton,

    Committee/Subcommittee: D18.06

    DOI: 10.1520/STP23552S